Laboratory investigations show that rates of adsorption of persistent organic compounds on granular carbon are quite low. Intraparticle diffusion of solute appears to control the rate of uptake, thus the rate is partially a function of the pore size distribution of the adsorbent, of the molecular size and configuration of the solute, and of the…
Journal of the Sanitary Engineering Division Template
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About the Journal of the Sanitary Engineering Division format
Journal of the Sanitary Engineering Division is a peer-reviewed journal published by ASCE, covering Water Quality and Pollution Assessment, Hydraulic flow and structures, Wastewater Treatment and Nitrogen Removal.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." Journal of the Sanitary Engineering Division, 12(3), 45–58.
Formats any DOI in Journal of the Sanitary Engineering Division style. No sign-up. |
| Publishes research in | Water Quality and Pollution Assessment Hydraulic flow and structures Wastewater Treatment and Nitrogen Removal Water Systems and Optimization Water Quality Monitoring and Analysis |
| ISSN | 0044-7986 |
| h-index | 47 |
| i10-index | 234 |
| Total citations | 20,311 |
| Top institutions publishing here | United States Public Health Service |
| Journal website | ascelibrary.org |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Papers published in Journal of the Sanitary Engineering Division per year
Citation impact of Journal of the Sanitary Engineering Division by publication year
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Most-cited papers in Journal of the Sanitary Engineering Division
A unified basis for design and operation of biological waste treatment systems employing suspensions of microorganisms is developed from microbial kinetic concepts and continuous culture of microorganisms theory. Biological solids retention time, θc, average time period a unit of biological mass is retained in the system, is suggested as an independent parameter for process design…
Floc breakup theories are developed for the complex activated sludge floc and they are applied as well to inorganic chemical flocs. Rate expressions were developed for two modes of breakup in two hydraulic regimes. In one type of breakup it was assumed that primary particles are eroded from the floc surface when the surface shearing…
Laboratory investigations show that the ultimate capacity of granular carbon for adsorption of biochemically-resistant organic substances from dilute solution after a sufficient period of contact is on the order of 15% to 25% by weight. Experimental adsorption isotherms for a number of organic substances indicate that adsorption equilibria for solutions of micromolar concentration are well-described…
Results are given of many field measurements of actual rates at which river water that is low in dissolved oxygen, but free of organic pollution, absorbs oxygen from atmosphere; by using dimensional analysis and multiple-regression techniques, observed reaeration rates have been related to hydraulic properties of river channels; several reaeration formulas thus developed can be…